Site Plan Final CZC MOB at TM Crossing12'' W
8'' SS 8'' SS
12'' W 12'' W 12'' W
12'' W 12'' W 12'' W
12'' W
12'' W 12'' W
8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS
8'' SS 8'' SS 8'' SS 8'' SS 8'' SS
12'' W
10'' W
S
S
8'' SS
S
IRR IRR IRR
IRR
IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR
IRR IRR IRR IRR IRR IRR
IRR IRR IRR IRR
IRR
IRR IRR
IRR
IRR IRR IRR IRR
IRR IRR IRR
IRR
IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR
IRR
BEL
BEL
s
12'' W
12'' W
12'' W
12'' W
irr irr
10'' W 10'' W
IRR
IRR IRR
IRR
IRR
IRR
IRR
IRR IRR
IRR IRR IRR
IRR
IRR
12'' SD
12'' SD
12'' SD
12'' SD
12'' SD
S
S
S
15'' SD
12'' SD
12'' SD
12'' SD
PED
SIG
12'' SD 12'' SD
12'' SD
12'' SD
15'' SD
SD
SD
SD
SD
SD
P/L P/L P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L P/L P/L P/L P/L
P/L P/L
P/L
P/L P/L P/L P/L
P/L P/L
P/L
P/L P/L P/L P/L
P/L
P/L P/L
P/L
P/L P/L
P/L P/L P/L P/L P/L P/L
P/L P/L P/L
P/L
P/L
P/L P/L
P/L P/L
1
1
2
2
3
3 4
A
B
C
16
15
14 13 12 11
10
9
7
6 5
8
1
2
3
4
5A
17
19
18
4
TEMPORARY ASPHALT
TEMPORARY ASPHALT
8'' W
8'' W
8'' W
8'' W 8'' W
8'' W
8'' W
8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W
8'' W 8'' W
8'' SS
8'' SS
8'' SS
6'' W
2'' W
10'' W
10'' W
8'' SS
S
2'' W
W
12'' SD
12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD
12'' SD
S
4'' W 2'' W
W
SD
SD
SD SD
SD
SD
SD SD
12'' SD 12'' SD 12'' SD 12'' SD
12'' SD
12'' SD 12'' SD 12'' SD
12'' SD
12'' SD
12'' SD 12'' SD 12'' SD
12'' SD 12'' SD
12'' SD
12'' SD 12'' SD 12'' SD 12'' SD
12'' SD 12'' SD 12'' SD 12'' SD
12'' SD
15'' SD 15'' SD 15'' SD 15'' SD
15'' SD
15'' SD
15'' SD
10'' SD
10'' SD 15'' SD 15'' SD 15'' SD 15'' SD
6'' SD
6'' SD
6'' SD
6'' SD
12'' SD
12'' SD 12'' SD
12'' SD
12'' SD
12'' SD
12'' SD
12'' SD
12'' SD
12'' SD 12'' SD
12'' SD
12'' SD 12'' SD
12'' SD
6'' SD
W
12'' SD 12'' SD
12'' SD
12'' SD
12'' SD
12'' SD
12'' SD
12'' SD
12'' SD 12'' SD 12'' SD
12'' SD
12'' SD
6'' SD 6'' SD
12'' SD
12'' SD
12'' SD
12'' SD
12'' SD
12'' SD 12'' SD 12'' SD
12'' SD
12'' SD
12'' SD
12'' SD
12'' SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
3'-1"
95
8"
3
3
8"
2
3
8" O.D. TUBING
SURFACE
FLANGE MOUNT
GROUND LEVEL
5'-23
8"
IN-GROUND ANCHOR MOUNT
8"
3"
O:\!2016\PG-852-1601 Ten Mile Crossing\02 CAD\02 Sheet Files\MOB at TM Crossing\PG-852-1601_CZC MOB at TM Crossing.dwg - Layout1 - 2/12/2019 09:09am, melissak
1 5
REVISIONS
REV # DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
PRELIMINARY
NOT FOR
CONSTRUCTION
www.horrocks.com
PAGE
C
PROJECT
CHECKED
D
B
A
#
2 3 4
2775 W. Navigator Dr., Suite 210
Meridian, ID 83642
(208) 859-2520
ID-1528-1901
RS
MDK
02/08/19
SITE PLAN
MERIDIAN CZC
MOB AT TM CROSSING
MERIDIAN, ID
1 OF 1
1
H
O
R
R
O
C
K
S
E
N
G
I
N
E
E
R
S
N
0 40' 80'
SCALE: 1" = 40'
SITE INFORMATION
TOTAL LOD AREA: 333,490 SF (7.655 AC)
MOB BUILDING
· TOTAL BUILDING FOOTPRINT: 45,600+/- SF
· TOTAL BUILDING AREA (ALL FLOORS): 137,000+/-
· MAXIMUM BUILDING HEIGHT: 65'-0"
ZONING REQUIREMENTS
· ZONING: CITY C-G, GENERAL COMMERCIAL
· BUILDING SETBACKS:
- FRONT = 0'
- REAR = 0'
- SIDES = 0'
· LANDSCAPE SETBACKS:
- LOCAL = 10'
- COLLECTOR = 20'
- ARTERIAL = 25'
- ENTRYWAY CORRIDOR = 35'
- INTERSTATE = 50'
PARKING INFORMATION
· PARKING STALLS REQUIRED: 275
· PARKING STALLS PROVIDED: 433
· *HANDICAP STALLS REQUIRED: 9
· **HANDICAP STALLS PROVIDED: 9
· BICYCLE PARKING STALLS REQUIRED: 17
· BICYCLE PARKING STALLS PROVIDED: 17
NOTES:
* PER ADA REQUIREMENTS
** INCLUDES 2 VAN ACCESSIBLE STALLS
NOTES
1. DIMENSIONS ARE TO FRONT FACE OF CURB
FOR DRIVE ISLES.
2. RADII ARE 3.0' UNLESS OTHERWISE NOTED.
ENGINEER
HORROCKS ENGINEERS
2775 W. NAVIGATOR DR.
SUITE 210
MERIDIAN, ID 83642
CONTACT: ROB SUNDERLAGE PE
PHONE: 208-895-2520
FLEXIBLE (ASPHALT) PAVEMENT
SECTION TABLE
ASPHALTIC CONCRETE
CRUSHED AGGREGATE BASE
STRUCTURAL SUBBASE
COMPACTED SUBGRADE
ASPHALT: ASPHALT MIX DESIGN SHALL MEET ISPWC SECTION 810 CLASS III PLANT MIX
AND MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD
SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (1/2" MIX DESIGN)
AGGREGATE BASE: MATERIAL TO COMPLY WITH ISPWC STANDARD FOR CRUSHED
AGGREGATE BASE MATERIAL
STRUTURAL SUBBASE: MATERIAL TO COMPLY WITH STRUCTURAL FILL SECTI0N OF
GEOTECH REPORT. THE PLACED MATERIAL SHALL BE NO GREATER THAN 4".
- A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO
VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION.
ALL EARTHWORK, FLEXIBLE AND RIDID PAVEMENT CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE SITE GEOTECHNICAL REPORT.
18.0"
4.0"
3.0"
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
HEAVY DUTY HD
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
LD
12.0"
4.0"
2.5"
LIGHT DUTY
PROPOSED
MOB BUILDING
±45,600 SF
LIMIT OF DISTURBANCE,
TYP.
SEE ARCHITECTURAL PLANS
FOR TRASH ENCLOSURE.
DUMPSTER PAD IN SCOPE OF
PARKING CZC.
PROPOSED CONCRETE
SIDEWALK, TYP.
HANDICAP SPACES,
TYP.
7'
PEDESTRIAN
PATH
ADA RAMP, TYP.
FIRE RISER ROOM
APPROXIMATE
FDC LOCATION
7'
LANDSCAPE
TM CROSSING
SUBDIVISION
BOUNDARY
FIRE HYDRANT
S. VANGUARD WAY
SAND/OIL
SEPARATOR
STORM WATER
INFILTRATION SYSTEM
STORM DRAIN
MANHOLE TYP.
STORM DRAIN
INLET TYP.
72'
72'
72'
54'
126'
81'
7' 7' 6'
4'
R10'
R10'
7'
7.1'
25'
22.1'
8' 7'
18'
7'
25' 25' 25'
25' 26'
30'
40'
25'
90'
25'
17'
29'
7'
6.5'
30'
6.51'
7'
25'
20'
40'
40' 40'
20'
8'
15.8'
26'
R5'
R5'
R5'
R15'
R5'
17'
8'
22.9'
5'
R50'
R24'
R5'
R5'
10'
9'
8'
18.6'
7.1'
1.5'
6'
R5'
R5'
R15'
R5'
30'
40'
30'
27'
27'
7'
4.5'
25'
R15'
R5'
117'
72' 72'
54'
5'
81'
17'
27'
99' 81'
8'
117'
25'
5.7'
5'
20'
383.9'
111.6'
144.2'
26'
5.6'
17.5'
17.5'
42'
6'
25'
221.4'
12.2'
R10'
R10'
R5'
R2'
R2'
R5'
63' 54'
8'
BIKE RACK DETAIL
90'
108'
PROPOSED
BUILDING
32' EXISTING
PERMANENT SEWER
EASEMENT
INST. NO. 106122362
ACHD SIDEWALK
EASEMENT
INST. NO. 2017-063623
8" SEWER
SERVICE 8" SEWER
STUB SOUTH
SEWER
MANHOLE
TYP
HD
HD
HD
HD
HD
HD
20'
63' 63'
17'
36'
17'
6.1'
89.33'
R5'
R20'
R20'
R20'
R5'
R5'
R10'
R5'
CONCRETE PAD
FOR BIKE STALLS
SEE LANDSCAPE
ARCHITECT PLANS
CONNECT IRRIGATION
SYSTEM TO EXISTING
PRESSURE IRRIGATION
8" WATER
STUB SOUTH
FIRE HYDRANT
FIRE HYDRANT
(2) 2.5" METER
(1) 4" WATER SERVICE
(1) 2" WATER SERVICE
(1) 8" FIRE LINE
6'
WEIR = C2
INV. IN = B
PROFILE VIEW
6" 0.2'
BAFFLE = C1
10' (TYP.)
CONCRETE
LEGEND
LIMIT OF DISTURBANCE (LOD)
THIS AREA NOT INCLUDED IN THIS PROPOSED
SITE CZC BUT IS SHOWN BECAUSE ACCESS
AND UTILITY SERVICES TO THE PROPOSED
SITE ARE INCLUDED IN THIS AREA
(INCLUDING STORM TREATMENT.) A
SEPARATE APPLICATION WILL BE MADE TO
THE CITY FOR THE AREA.
SEEPAGE BED SCHEDULE
SEEPAGE
BED
FINISH GRADE
(FG)
TOP
SYSTEM
(T)
LENGTH
(L)
WIDTH
(W)
DEPTH
(D)
BOTTOM
ROCK
(B)
BOTTOM
SAND
(18" MIN.)
(BS)
GROUND
WATER
(SHGWE)
INF RATE
(IN HR) SOILS
VOLUME
REQUIRED
(FT3
) (100YR)
VOLUME
PROVIDED
(FT3
)
1 2771.00 2770.00 255.00 100.00 2.00 2768.00 2766.50 2765.00 8.00 POORLY
GRADED
GRAVEL
W/SAND
50,610 51,000